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P0433-25-001_17_Bottlebrush_Avenue_ESR · MCU26/0001
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Original PDF page 24, section 1. The text section number identifies this passage in the reader.
LEGEND
20.0 EXISTING CONTOURS (0.1m INTERVAL)
20.0 EARTHWORKS CONTOURS (0.1m INTERVAL)
PROPOSED DRIVEWAY EDGE
PROPOSED FENCE
29.60
ExT
PROPOSED CONCRETE SLEEPER RETAINING
Paved 29.40 Driveway
E
PROPOSED STORMWATER PIPE
Ex
29.0
SP102648 121
ExW
0
HATCH DRIVEWAY CONCRETE
RP88934
HATCH CONCRETE FOOTPATH
TIE INTO EXISTING
29.20
STORMWATER HATCH PERMEABLE PAVING
ExE ExE ExE
EXTENT OF PROPOSED WORKS
ExT
ExE ExE
REFER TO GROUND FLOOR LAYOUT PLAN
SITE BM (OFFSET FOR CLARITY)
CONNECT TO OPM117588 FFL FINISHED FLOOR LEVEL
ExW
31.40
Ex
34.00
RL:29.19
33.80
33.60
31.6
33.20
33.00
33.40
X.X
32.80
36.60
36.80
37.00
32.60
31.8
EEXISTING GULLY.
32.40
36.40
36.20
31.00
0
0
35
36
31.20
PROPOSED SEWER
.80
.00
Ex
TIE FOOTPATH AND VERGE
D
32.2
32.0
PROFILE NEATLY INTO PROPOSED WATER
34.20
0
1
37.80
37.60
1
0
34.40
EXISTING LEVELS.ExE
34.60
1 5
ExE
FIELD INLET
3
ExD ExD ExD ExD ExD ExD ExD ExD
37.20
3
1.2m FOOTPATH IN
ACCORDANCDE WITH
ExW
1.20m ExE NOTE
37.40
IPWEA STD DRG. RS-065 PROPOSED FIELD INLET OVER EXISTING
ExT
- REFER TO DRAWING C002 FOR GENERAL NOTES..
Ø 300 RCP STORMWATER LINE. LEVELS - REFER TO DRAWINGS C315, C320, C321, C340 FOR DRAINAGE CATCHMENTS
TO BE CONFIRMED ON SITE. PLAN, LONGITUDINAL SECTIONS AND CALCULATION TABLES.
37.60
CUSTOM TELLAM 2.4m
Ex
ExE
LINTEL SIDE ENTRY PIT. E
37.80
CONCRETE LINTEL FLUSH STUB TO CONNECT TO
WITH FOOTPATH. INTERNAL HYDRAULICS.
Speed Bump DETAILS TO BE NOTE:
2
30. 30 0
1
30 0. 030.2.100.00 .90
ExW
NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN
143CONFIRMED.
40
.
Ex
3
1 2E
3
ON THE JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE
29.
ExT30.0
2
29
40
BOTTLEBRUSH AVENUE
SUPERINTENDENT OR THE PRINCIPAL FOR THIS INFORMATION WHICH HAS
3 29 029.80
RP88934
.20
29.60
0
SP117777 BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION
29.80
ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY
UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR
MAKING GOOD ANY DAMAGE THERETO.
ExE
4 0.3m DEEP SWALE, PLANTED, 0.5% MIN
8M³ DETENTION
30.10
30.00
29.90
29.80
29.70
29.60
29.50
29.40
29.30
29.20
1
29.10
TO PROPOSED NEW FIELD INLET. FIELD
INLET SURFACE LEVEL TO SUIT.
ExW
TANK
3
ExT
1 1
4
.00 0
30 29.9
ExE
1
3
37.20
0
0
Sew MH
37.00
ExW
33.20
33.00
35.00
37.40
ExS
ExT
36.80
36.60
36.40
DRIVEWAY CROSSOVER,
37.80
SL: 31.38
32.80
REFER IPWEA STD DRG
ExE
ACO K300 KLASSIKDRAIN OR
RS-049 & RS-050
SIMILAR APPROVED TO
CONNECT TO PIT
30.40
30.20
ExW
30.00
29.80
29.60
IL: 29.68 (Records)
29.40
29.20
29.20
ExT
BUP100710 123
ExE
RP88934
ExW
ExT
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE, NOOSA ROADWORKS AND DRAINAGE LAYOUT PLAN
---- ---- ---- ---- ---- N
31423 07/01/26 HEADS, QLD, 4567, Australia
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
1 0 1 2 3 4 5 SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- SCALE (metres) www.recor.au | ABN 89 647 469 707 MADE CAPITAL 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
1 : 100 (FULL SIZE) Project Number Drawing Number Revision
A 07/01/26 ISSUED FOR OPW APPROVAL CS EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C210 A
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